Extracted text (via pymupdf_layout)
13898 characters
GRANITE VISTA PHASE 1A SLID BOUNDARY DESCRIPTION A PORTION OF LAND LOCATED IN SECTION 35, TOWNSHIP 3 NORTH, RANGE 2 WEST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING ATTHE SOUTHEAST CORNER OF SAID SECTION 35 BEING MARKED BY A BRASS CAP IN HANDHOLE, FROM WHICH THE SOUTH QUARTER CORNER OF SAID SECTION 35 BEING MARKED BY A REBAR BEARS NORTH 89 DEGREES 47 MINUTES 56 SECONDS WEST, 2651.07 FEET; THENCE NORTH 89 DEGREES 47 MINUTES 56 SECONDS WEST, ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 35 AND THE CENTERLINE OF NORTHERN AVENUE, 2651.07 FEET TO SAID SOUTH QUARTER CORNER; THENCE DEPARTING SAID SOUTH LINE, NORTH 89 DEGREES 47 MINUTES 14 SECONDS WEST, ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 35, 977.55 FEET; THENCE DEPARTING SAID SOUTH LINE, NORTH 00 DEGREES 18 MINUTES 24 SECONDS EAST, 65.00 FEET TO A LINE 65 FEET NORTH OF AND PARALLEL TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 47 MINUTES 14 SECONDS EAST, ALONG SAID PARALLEL LINE, 977.42 FEET TO THE NORTH-SOUTH MID-SECTION LINE OF SAID SECTION 35 AND TO A LINE 65 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE DEPARTING SAID PARALLEL LINE, SOUTH 89 DEGREES 47 MINUTES 56 SECONDS EAST, ALONG SAID PARALLEL LINE, 2234.05 FEET; THENCE DEPARTING SAID PARALLEL LINE, NORTH 00 DEGREES 12 MINUTES 04 SECONDS EAST, 107.54 FEET; THENCE NORTH 00 DEGREES 12 MINUTES 16 SECONDS EAST, 188.00 FEET; THENCE NORTH 89 DEGREES 47 MINUTES 44 SECONDS WEST, 161.87 FEET; THENCE NORTH 00 DEGREES 12 MINUTES 16 SECONDS EAST, 117.00 FEET; THENCE SOUTH 89 DEGREES 47 MINUTES 44 SECONDS EAST, 114.39 FEET; THENCE NORTH 00 DEGREES 12 MINUTES 16 SECONDS EAST, 125.00 FEET; THENCE SOUTH 89 DEGREES 47 MINUTES 44 SECONDS EAST, 75.21 FEET; THENCE NORTH 00 DEGREES 18 MINUTES 51 SECONDS EAST, 50.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHWESTERLY, FROM WHICH THE CENTER BEARS NORTH 00 DEGREES 12 MINUTES 16 SECONDS EAST, 15.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 20 DEGREES 00 MINUTES 23 SECONDS, AN ARC LENGTH OF 5.24 FEET; THENCE NORTH 00 DEGREES 12 MINUTES 16 SECONDS EAST, 124.09 FEET; Project No.: 13199 Location: Maricopa County, Arizona File: Phase 1A SLID Bndry. Hubbard Engineering (Mesa, AZ) Page 1 of 5 aburcham@hubbardengineering.com THENCE NORTH 89 DEGREES 47 MINUTES 44 SECONDS WEST, 462.55 FEET; THENCE NORTH 00 DEGREES 12 MINUTES 16 SECONDS EAST, 140.27 FEET; THENCE NORTH 38 DEGREES 31MINUTES20 SECONDS EAST, 8.00 FEET TO A NON-TANGENT CURVE, CONCAVE NORTHEASTERLY, FROM WHICH THE CENTER BEARS NORTH 38 DEGREES 31 MINUTES 20 SECONDS EAST, 100.00 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 04 DEGREES 45 MINUTES 16 SECONDS, AN ARC LENGTH OF 8.30 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 15.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 83 DEGREES 45 MINUTES 07 SECONDS, AN ARC LENGTH OF 21.93 FEET; THENCE NORTH 40 DEGREES 28 MINUTES 31 SECONDS WEST, 50.00 FEET; THENCE NORTH 49 DEGREES 31 MINUTES 29 SECONDS EAST, 57.24 FEET; THENCE NORTH 37 DEGREES 25 MINUTES 18 SECONDS WEST, 129.49 FEET; THENCE NORTH 53 DEGREES 23 MINUTES 24 SECONDS EAST, 89.77 FEET; THENCE NORTH 59 DEGREES 58 MINUTES 01 SECONDS EAST, 89.82 FEET; THENCE NORTH 30 DEGREES 01 MINUTES 59 SECONDS WEST, 15.14 FEET; THENCE NORTH 25 DEGREES 01MINUTES58 SECONDS WEST, 80.02 FEET; THENCE NORTH 64 DEGREES 00 MINUTES 34 SECONDS EAST, 5.55 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 20.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 84 DEGREES 20 MINUTES 23 SECONDS, AN ARC LENGTH OF 29.44 FEET; THENCE NORTH 20 DEGREES 08 MINUTES 27 SECONDS WEST, 47.11 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 47.08 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 63 DEGREES 20 MINUTES 26 SECONDS, AN ARC LENGTH OF 52.05 FEET TO THE BEGINNING OF COMPOUND CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 56.08 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 16 DEGREES 54 MINUTES 55 SECONDS, AN ARC LENGTH OF 16.56 FEET; THENCE SOUTH 79 DEGREES 36 MINUTES 13 SECONDS WEST, 57.04 FEET; THENCE NORTH 10 DEGREES 23 MINUTES 47 SECONDS WEST, 50.00 FEET; Project No.: 13199 Location: Maricopa County, Arizona File: Phase 1A SLID Bndry. Hubbard Engineering (Mesa, AZ) Page 2 of 5 aburcham@hubbardengineering.com THENCE NORTH 79 DEGREES 36 MINUTES 13 SECONDS EAST, 60.52 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 47.08 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 43 DEGREES 16 MINUTES 27 SECONDS, AN ARC LENGTH OF 35.56 FEET TO THE BEGINNING OF REVERSE CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 51.92 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 47 DEGREES 46 MINUTES 56 SECONDS, AN ARC LENGTH OF 43.30 FEET TO THE BEGINNING OF REVERSE CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 56.08 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 41 DEGREES 20 MINUTES 43 SECONDS, AN ARC LENGTH OF 40.47 FEET; THENCE NORTH 42 DEGREES 45 MINUTES 58 SECONDS EAST, 87.63 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 15.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 89 DEGREES 16 MINUTES 01 SECONDS, AN ARC LENGTH OF 23.37 FEET; THENCE NORTH 43 DEGREES 29 MINUTES 56 SECONDS EAST, 50.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHEASTERLY, FROM WHICH THE CENTER BEARS NORTH 42 DEGREES 45 MINUTES 58 SECONDS EAST, 20.00 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 43 DEGREES 34 MINUTES 48 SECONDS, AN ARC LENGTH OF 15.21 FEET; THENCE NORTH 03 DEGREES 39 MINUTES 14 SECONDS WEST, 20.13 FEET; THENCE NORTH 86 DEGREES 20 MINUTES 46 SECONDS EAST, 437.68 FEET; THENCE SOUTH 00 DEGREES 07 MINUTES 15 SECONDS EAST, 87.72 FEET; THENCE SOUTH 89 DEGREES 18 MINUTES 29 SECONDS EAST, 60.55 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE EASTERLY, FROM WHICH THE CENTER BEARS SOUTH 89 DEGREES 18 MINUTES 29 SECONDS EAST, 11.08 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 27 DEGREES 35 MINUTES 31 SECONDS, AN ARC LENGTH OF 5.34 FEET TO THE BEGINNING OF REVERSE CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 53.92 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 53 DEGREES 28 MINUTES 15 SECONDS, AN ARC LENGTH OF 50.32 FEET; THENCE SOUTH 57 DEGREES 38 MINUTES 53 SECONDS EAST, 23.66 FEET; THENCE SOUTH 89 DEGREES 43 MINUTES 02 SECONDS EAST, 92.42 FEET; Project No.: 13199 Location: Maricopa County, Arizona File: Phase 1A SLID Bndry. Hubbard Engineering (Mesa, AZ) Page 3 of 5 aburcham@hubbardengineering.com THENCE SOUTH 89 DEGREES 43 MINUTES 37 SECONDS EAST, 25.07 FEET TO A LINE 70 FEET WEST OF AND PARALLEL TO THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 35; THENCE NORTH 00 DEGREES 16 MINUTES 23 SECONDS EAST, ALONG SAID PARALLEL LINE, 46.46 FEET; THENCE DEPARTING SAID PARALLEL LINE, NORTH 03 DEGREES 00 MINUTES 54 SECONDS EAST, 104.52 FEET TO A LINE 65 WEST OF AND PARALLEL TO SAID EAST LINE; THENCE NORTH 00 DEGREES 16 MINUTES 23 SECONDS EAST, ALONG SAID PARALLEL LINE, 750.37 FEET; THENCE DEPARTING SAID PARALLEL LINE, NORTH 89 DEGREES 43 MINUTES 37 SECONDS WEST, 20.00 FEET; THENCE NORTH 42 DEGREES 16 MINUTES 06 SECONDS WEST, 138.23 FEET; THENCE SOUTH 85 DEGREES 51MINUTES40 SECONDS WEST, 31.24 FEET; THENCE NORTH 02 DEGREES 32 MINUTES 55 SECONDS WEST, 69.66 FEET; THENCE SOUTH 89 DEGREES 42 MINUTES 44 SECONDS EAST, 128.02 FEET; THENCE SOUTH 89 DEGREES 43 MINUTES 37 SECONDS EAST, 20.01 FEET TO SAID PARALLEL LINE; THENCE NORTH 00 DEGREES 16 MINUTES 23 SECONDS EAST, ALONG SAID PARALLEL LINE, 46.66 FEET TO THE EAST-WEST MID-SECTION LINE OF SAID SECTION 35 AND TO A LINE 65 FEET WEST OF AND PARALLEL TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE DEPARTING SAID PARALLEL LINE, NORTH 00 DEGREES 17 MINUTES 16 SECONDS EAST, ALONG SAID PARALLEL LINE, 102.84 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 20.00 FEET; THENCE DEPARTING SAID PARALLEL LINE, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 90 DEGREES 00 MINUTES 00 SECONDS, AN ARC LENGTH OF 31.42 FEET TO A LINE 85 FEET WEST OF AND PARALLEL TO THE SAID EAST LINE; THENCE NORTH 00 DEGREES 17MINUTES16 SECONDS EAST, ALONG SAID PARALLEL LINE, 61.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHWESTERLY, FROM WHICH THE CENTER BEARS NORTH 00 DEGREES 17 MINUTES 16 SECONDS EAST, 20.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 90 DEGREES 00 MINUTES 00 SECONDS, AN ARC LENGTH OF 31.42 FEET TO A LINE 65 FEET WEST OF AND PARALLEL TO SAID EAST LINE; THENCE NORTH 00 DEGREES 17 MINUTES 16 SECONDS EAST, ALONG SAID PARALLEL LINE, 1059.02 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 30.00 FEET; Project No.: 13199 Location: Maricopa County, Arizona File: Phase 1 A SLID Bndry. Hubbard Engineering (Mesa, AZ) Page 4 of 5 aburcham@hubbardengineering.com THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 90 DEGREES OS MINUTES 4S SECONDS, AN ARC LENGTH OF 47.17 FEET; THENCE NORTH 89 DEGREES 48 MINUTES 11 SECONDS WEST, 4.76 FEET; THENCE NORTH 00 DEGREES 11MINUTES49 SECONDS EAST, 91.SO FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHWESTERLY, FROM WHICH THE CENTER BEARS NORTH 00 DEGREES 11 MINUTES SO SECONDS EAST, 30.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 89 DEGREES S4 MINUTES 34 SECONDS, AN ARC LENGTH OF 47.08 FEET TO A LINE 70 FEET WEST OF AND PARALLEL TO SAID EAST LINE; THENCE NORTH 00 DEGREES 17 MINUTES 16 SECONDS EAST, ALONG SAID PARALLEL LINE, 61.26 FEET; THENCE DEPARTING SAID PARALLEL LINE, NORTH 02 DEGREES 20 MINUTES S9 SECONDS EAST, 472.SO FEET; THENCE NORTH 89 DEGREES 58 MINUTES SO SECONDS EAST, S3.00 FEET TO A POINT ON SAID EAST LINE AND THE CENTERLINE OF COTION LANE; THENCE SOUTH 00 DEGREES 17 MINUTES 16 SECONDS WEST, ALONG SAID EAST LINE, 1948.07 FEET TO THE EAST QUARTER CORNER OF SAID SECTION 3S; THENCE DEPARTING SAID EAST LINE, SOUTH 00 DEGREES 16 MINUTES 23 SECONDS WEST, ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER, 2647.74 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 3S AND THE POINT OF BEGINNING. SAID PARCEL CONTAINS 1,486,408 SQUARE FEET OR 34.1232 ACRES, MORE OR LESS. Project No.: 13199 Location: Maricopa County, Arizona File: Phase 1A SLID Bndry. Hubbard Engineering (Mesa, AZ) Page 5 of 5 aburcham@hubbardengineering.com HUBBARD 1201 S. Alma Suite School 12000 Rd. ENGINEERING Ph: Mesa, 480.892.3313 AZ 8521 O www.hubbardenglneerlng.com N.T.S. ~I [g: I N0'12'16''£ 125.00' C1 ~I N0'18'51 ''E tj. S89'47'44''£ 114.39' 50.00 1 N0'12'16''£ 117.00' S89'47'44 ''£ ~ 75.21' L4 SW CORNER, N0'12'16''£ 188.00' SEC. 35, T3N, R2W, FND. BCF N0'12'04''£ 107.54' L3 S89'47'56''£ 2234.05' P.0.8. L1 N89'47'56''W 2651.07' SE CORNER, S. 1/4 CORNER, S. LINE, SE 1/4, SEC. 35, T3N, R2W s·cc 35 r.·zN R'2W. SEC. 35, T3N, R2W, NORTHERN A VENUE LI • I FND. I BCHH FND. REBAR GRANITE VISTA Project No. Date 13199 05/08/18 PHASE 1A S.L.l.D. BOUNDARY EXHIBIT Project Manager Project Eng. Maricopa County, Arizona ADRIAN BURCHAM HUBBARD 1201 S. Alma Suite School 12000 Rd. E N G I N E E R I N G Ph:4ao.as2.3313 Mesa, AZ. 8521 o www.hubbardengineerlng.com NE CORNER, N. 1I4 CORNER, SEC. 35, TJN, R2W,~ SEC. 35, TJN, R2W, OLIVE A VE FND. BCHH FND. REBAR N89'57'44 ''W 2659.57' N. LINE, NE 1/4, 699.84' . CURVE TABLE SEC. 35, TJN, R2W L35 . S: N N2"20'59''E 472.50' CURVE# DELTA RADIUS LENGTH ~ N0'17'16''E 61.26' ;;:;: C17 C1 20·00'23" 15.00' 5.24' I:? ---'i-----N0'11 '50''E 30.00'-~ I (RADIAL BEARING) .___c2_--+_4_~_5_'1_6_"--+-_10_0_.o_o_'+-8-.J_o_'-i ~ N0°11 '49''E 91.50' CJ BS45'07" 15.00' 21.93' (;) t":cl "-· C). N89'48'11''W 4.76' C4 84°20'23" 20.00' 29.44' w ~ Cti ~I ~ e::, C16 ------1------i---~-----I -.J . " 65.00' C5 6S20'26" 47.08' 52.05' <::: ~ · "'i ------+----+----+----I ~ ~ ~ ~ I~ C'J C6 16°54'55" 56.08' 16.56' &3 :- 1-------+-----+------if--------1 1 ~- ___ c_1 ____ 4_3_·1_6_'2_1_" ___ 4_1._08_' ____ 35_._56_'~ ~~I CB 47'46'56" 51.92' 43.30' ~ GRANITE VISTA PHASE 1 B C9 41'20'43" 56.08' 40.47' BK. 1234, PG. 14, M.C.R. S.L.l.D. BNDRY. PHASE 1A C15 N0'17'16''E 20.00' N2'32'55''W 69.66' S85'51 '40''W 31.24' C17 89'54'34" 30.00' 47.08' N42'16'06''W 138.23' N89°43'37''W 20.00' GRANITE VISTA Project No. Date 13199 05/08/18 PHASE 1A S.L.l.D. BOUNDARY EXHIBIT Project Manager Project Eng. Maricopa County, Arizona ADRIAN BURCHAM HUBBARD 1201 S. Alma Suite School 12000 Rd. ENGINEERING Ph: Mesa, 480.892.3313 AZ 8521 O www.hubbardengineerlng.com LINE TABLE LINE TABLE LINE# BEARING LENGTH LINE# BEARING LENGTH L1 NB9.47'14''W 977.55' L21 N42"45'58''£ 20.00' L2 N0.18'24"E 65.00' L22 N3'39I14 ''W 20.13' L3 sa9·41'14"E 977.43' L23 so·o1'15''£ 87.72' L4 Na9·47'44 ''W 161.87' L24 SB9' 1B 129 ''[ 60.55' L5 Na9·47'44 ''W 462.55' L25 S51'38'53''£ 23.66' L6 N38.31 '20"E 8.00' L26 SB9'43'02''£ 92.42' L7 N40.28'31 ''W 50.00' L27 SB9'43'37''£ 25.07' LB N49.31 '29 "E 57.24' L28 N0'16'23''£ 46.46' L9 N37.25'1B''W 129.49' L29 N3'00 '54 ''[ 104.52' uo N5S23'24 ''[ 89.77' L30 N0'16'23''£ 750.37' L11 N59.58'01 ''E 89.82' L31 S89'42'44''£ 128.02' L12 N3o·o 1 '59 ''W 15.14' L32 SB9'43'37''£ 20.01' L13 N25.01 '5B''W 80.02' L33 N0'16'23''£ 46.66' L14 N64·00'34 ''£ 5.55' L34 N0.17'16''£ 102.84' L15 N2o·oa '2 l"w 47. 11' L35 NB9'58'50''£ 53.00' L16 579·35'13''W 57.04' L17 N10·23'47''W 50.00' UB N79.36I13 ''[ 60.52' L19 N42.45'58''£ 87.63' L20 N4S29 '56 ''[ 50.00' GRANITE VISTA Project No. Date 13199 05/08/18 PHASE 1A S.L.l.D. BOUNDARY EXHIBIT Project Manager Project Eng. Maricopa County, Arizona ADRIAN BURCHAM